|Table of Contents|

[1] Chen Xianhua, Huang Wei, Qian Zhendong,. Interfacial behaviors of epoxy asphalt surfacing on steel decks [J]. Journal of Southeast University (English Edition), 2007, 23 (4): 594-598. [doi:10.3969/j.issn.1003-7985.2007.04.023]
Copy

Interfacial behaviors of epoxy asphalt surfacing on steel decks()
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
23
Issue:
2007 4
Page:
594-598
Research Field:
Traffic and Transportation Engineering
Publishing date:
2007-12-30

Info

Title:
Interfacial behaviors of epoxy asphalt surfacing on steel decks
Author(s):
Chen Xianhua Huang Wei Qian Zhendong
School of Transportation, Southeast University, Nanjing 210096, China
Keywords:
epoxy asphalt surfacing steel bridge deck interfacial behavior composite beam
PACS:
U443.33
DOI:
10.3969/j.issn.1003-7985.2007.04.023
Abstract:
A model for predicting the interface behavior of epoxy asphalt and steel composite beam under negative bending is developed incorporating partial interaction theory.Interfacial slips between the steel deck and the epoxy asphalt surfacing are included in the model with a new parameter of membrane stiffness.A series of analytical equations based on this model are derived to calculate slip and strain at the interface.Also, a numerical procedure for calculating the load responses of simply supported composite beams with concentrated force at the mid-span is established and verified with two samples.Characters of slip and strain at the interface, sensitivities of tensile stress and interface shear stress with material parameters are studied.It can be concluded that interfacial effects decrease the bending stiffness of the composite; hard and stiff bonding material is better for asphalt surfacing layer working at normal to low temperatures, and the damage of the asphalt surfacing layer will be accelerated with the damage accumulation of the bonding coat.

References:

[1] AASHTO.LRFD-SI—1998 LRFD bridge design specifications—SI units[S].Washington, DC:American Association of State Highway and Transportation Officials, 1999.
[2] Metcalf C T.Flexural tests of paving materials for orthotropic steel plate bridges[J].Highway Research Record, 1967(15):61-81.
[3] Huang Wei, Zhang Xiaochun.Asphalt surfacing technique for Runyang Bridge:mechanical analysis[R].Nanjing:School of Transportation of Southeast University, 2002.(in Chinese)
[4] Cullimore M S G, Smith J W.Stress reduction due to surfacing on a steel bridge deck[C]//Proc of the International Conference on Steel and Aluminum Structures, Steel Structures:Advances, Design and Construction.Cardiff, 1987:806-814.
[5] Kolstein M H, Dijkink J H.Behaviour of modified bituminous surfacing on orthotropic steel bridge decks[C]//Proceedings of the 4th Eurobitume Symposium.Madrid, Spain, 1989:907-915.
[6] Nakanishi N, Okochi T.The structural evaluation for an asphalt pavement on a steel plate deck[C]//Proceedings of the First International Conference, World of Asphalt Pavement (AAPA).Sydney, Australia, 2000:112-123.
[7] Medani T O.Asphalt surfacing applied to orthotropic steel bridge decks(a literature review), Report 7-01-127-1 [R].Delft: Delft University of Technology, 2001.
[8] Huang Wei, Yang Jun.Technique and application of epoxy asphalt surfacing for the Second Nanjing Yangtze River Bridge(final report)[R].Nanjing: School of Transportation of Southeast University, 2000.(in Chinese)
[9] Chen Xianhua.Fatigue characters of asphalt surfacing layers on orthotropic steel decks based on composite beams[D].Nanjing:School of Transportation of Southeast University, 2006.(in Chinese)
[10] Chen Xianhua, Chen Yan, Huang Wei.Flexure characters of epoxy asphalt surfacing on steel decks[J].Journal of Highway and Transportation Research and Development, 2007, 24(11):1-5.(in Chinese)
[11] Seracino R, Oehlers D J, Yeo M F.Partial-interaction flexural stresses in composite steel and concrete bridge beams[J].Engineering Structures, 2001, 23(9):1186-1193.
[12] Nie J, Fan J, Cai C S.Stiffness and deflection of steel-concrete composite beams under negative bending[J].ASCE Journal of Structure Engineering, 2004, 130(11):1842-1851.
[13] Abdelouahed Tounsi.Improved theoretical solution for interfacial stresses in concrete beams strengthened with FRP plate[J].International Journal of Solids and Structures, 2006, 43(14/15):4154-4174.
[14] Touns A, Benyoucef S.Interfacial stresses in externally FRP-plated concrete beams[J].International Journal of Adhesion and Adhesives, 2007, 27(3):207-215.
[15] Newmark N W.Test and analysis of composite beam with incomplete interaction[J].Experimental Stress Analysis, 1951, 9(1):75-92.
[16] Huang Wei, Chen Xianhua.Design and analysis of asphalt surfacing for the Third Nanjing Yangtze River Bridge(final report)[R].Nanjing:School of Transportation of Southeast University, 2005.(in Chinese)
[17] Gere J M.Mechanics of materials [M].5th ed.Beijing: China Machine Press, 2004.
[18] Zhang Ruyi, Sheng Guanlin, Li Zhaodi.Strain measurement and transducer[M].Beijing:Tsinghua University Press, 1999.(in Chinese)

Memo

Memo:
Biographies: Chen Xianhua(1976—), male, doctor, lecturer, chenxh@seu.edu.cn;Qian Zhendong(1968—), female, doctor, professor, qianzd@seu.edu.cn.
Last Update: 2007-12-20